| 冷弯型钢抗弯斜节点抗震性能试验研究 |
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| 引用本文： | 赵根田,高鹏,马常宏.冷弯型钢抗弯斜节点抗震性能试验研究[J].包头钢铁学院学报,2009,28(3):238-243. |
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| 作者姓名： | 赵根田 高鹏 马常宏 |
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| 作者单位： | 赵根田,高鹏,ZHAO Gen-tian,GAO Peng(内蒙古科技大学建筑与土木工程学院,内蒙古包头,014010);马常宏,MA Chang-hong(包头市房信房地产开发有限公司,内蒙古包头,014020) |
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| 基金项目： | 内蒙古高等学校科学研究项目 |
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| 摘 要： | 对冷弯C型钢抗弯斜节点的抗震性能进行了试验研究.设计了6个梁柱斜节点,通过施加低周反复荷载,研究了该节点在低周反复荷载作用下各连接组件板域的应变分布以及节点板厚度、螺栓间距对节点承载力、刚度、延性及耗能性能的影响.
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| 关 键 词： | 冷弯C型钢 抗弯斜节点 抗震性能 |
Seismic performance of moment connections between cold-formed steel sections |
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| ZHAO Gen-tian,GAO Peng,MA Chang-hong.Seismic performance of moment connections between cold-formed steel sections[J].Journal of Baotou University of Iron and Steel Technology,2009,28(3):238-243. |
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| Authors: | ZHAO Gen-tian GAO Peng MA Chang-hong |
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| Affiliation: | ZHAO Gen-tian1,GAO Peng1,MA Chang-hong2(1.Architecture , Civil Engineering School,Inner Mongolia University of Science , Technology,Baotou 014010,China,2.Baotou Fangxin Property Development Co.,Ltd.,Baotou 014020,China) |
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| Abstract: | The inclined nods of cold-formed steel C were introduced,whose antiseismic behavior was studied by means of experimentation.The six specimens were tested under the low-cyclic loading in the quasi-static test.The impact of the nodes on mechanical properties and the strain distribution of components were studied.The effect of the gusset plate thickness and bolt spacing on the node bearing capacity,stiffness,ductility and energy performance were discussed in accordance with the test results. |
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| Keywords: | cold-formed steel C inclined moment connections antiseiamic performance |
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